ABSTRACT
In this modern period, it is necessary to design the structure such that it is capable of resisting the lateral forces which are
acting on it. There are several ways to make the structure seismic resistant. Now-a-days providing bracings to the structure has
become effective as it resists lateral loads efficiently. Bracings frameworks are one of the horizontal load opposing framework
which has auxiliary significance extraordinarily in high rise structures. Distinctive supporting frameworks are sufficiently
proficient for seismic reactions. To know the significance of various propping frameworks in multistorey RC outline structure.
The present study deals with the study of seismic behavior of 3 models with different types of bracings i.e X, V, Inverted V type
and analyzed by dynamic method i.e Response Spectrum by ETABS programming .Results, for example, seismic base shear ,
story displacements, story overturning moments, story shear, story drifts and selfweight of the structure have been assessed and
compared with bare frame model and composite structure. X braced model is indicating better seismic execution out of the
considerable number of models.
Key words: RC Structures, Composite structures and bracings